English  |  正體中文  |  简体中文  |  Items with full text/Total items : 59161/92571 (64%)
Visitors : 747746      Online Users : 39
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library & TKU Library IR team.
Scope Tips:
  • please add "double quotation mark" for query phrases to get precise results
  • please goto advance search for comprehansive author search
  • Adv. Search
    HomeLoginUploadHelpAboutAdminister Goto mobile version
    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/28142

    Title: 翹曲效應對不同支承配置曲線梁內力之影響
    Other Titles: The Warping Affects on the Curved Girders under Different Bearing Deploy
    Authors: 苟昌煥;高金盛;許富閔;李忠和
    Contributors: 淡江大學土木工程學系
    Keywords: 薄壁梁;線性支承;點支承;Thin-walled girder;Linear bearing;Point bearing
    Date: 2003-03
    Issue Date: 2013-03-12 11:10:09 (UTC+8)
    Publisher: 新竹市:中華大學工學院
    Abstract: 本文針對空間曲線梁彎矩、扭矩及翹曲之偶合效應,藉由應變能導出曲線薄壁梁元素的柔度矩陣,在每個節點考慮三個線位移、三個角位移及一個翹曲位移的情況下,按薄壁梁翹曲扭轉理論及有限元素法建立空間曲線薄壁連續梁之數值分析模式。由此探討在全線支承與中間點支承相互配置下,翹曲對曲線薄壁梁內力之影響,藉此提出空間曲線薄壁連續梁計算內力的簡化表格,以期對橋梁工程師在結構分析時能有所助益。
    Relation: 中華理工學刊=Chung Hua Journal of Science and Engineering 1(1),頁67-75
    Appears in Collections:[Graduate Institute & Department of Civil Engineering] Journal Article

    Files in This Item:

    File Description SizeFormat
    1818-2771_1(1)p67-75.pdf102KbAdobe PDF344View/Open

    All items in 機構典藏 are protected by copyright, with all rights reserved.

    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library & TKU Library IR teams. Copyright ©   - Feedback